hathauda

Earth work in excavation by mechanical means (Hydraulic cavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.As DSR 2.6.1

Concrete with 40 mm. gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 1;6;12 in foundation and under floor, Including supply of all Material, Labour and T & P etc. required for proper completion the work.as per S I No.273

Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in super structure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) As per D.S.R 6.4.2

12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) As DSR 13.4.2

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)As per D.S.R 5.1.2

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per D.S.R 5.3

Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.As DSR NO.5.22.6

Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).As DSR NO13.46.1

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.As per 2.25A

Supply & Fixing of sign board of size 1.20X0.90 Mtr. With M.S. Sheet of 16BG made of angle iron post 2 Nos. of 1.20 Mtr. In horizontal and 2.75mts. In vertical of size 40X40X6mm & flat Iron for cross 02 No. 40X6mm with complete letter writing as per drawing (Rate sanctioned by SE RED Bly.)

Note- GST Shall be paid extra as per Rule Signature of Contractor